The effects of interface shape on stress wave distribution and attenuation were investiga- ted using finite element method （ FEM ）. The simulation results indicate that when the stress wave propagates from SiC ceram...The effects of interface shape on stress wave distribution and attenuation were investiga- ted using finite element method （ FEM ）. The simulation results indicate that when the stress wave propagates from SiC ceramic to A1 alloy, the tensile stress decreases and the attenuation coefficient of the stress wave increases with increasing central angle of the concave interface between SiC and A1. But for the convex interface, the tensile stress increases and attenuation coefficient decreases with increasing central angle. As the stress wave propagates from A1 alloy to SiC ceramic, the atten- uation coefficient of stress wave decreases with increasing the central angle of the concave interface. For the convex interface, the attenuation coefficient increases with increasing central angle.展开更多
The incremental constitutive relation and governing equations with combined stresses for phase transition wave propagation in a thin-walled tube are established based on the phase transition criterion considering both...The incremental constitutive relation and governing equations with combined stresses for phase transition wave propagation in a thin-walled tube are established based on the phase transition criterion considering both the hydrostatic pressure and the deviatoric stress. It is found that the centers of the initial and subsequent phase transition ellipses are shifted along the sigma-axis in the sigma tau-plane due to the tension-compression asymmetry induced by the hydrostatic pressure. The wave solution offers the 'fast' and 'slow' phase transition waves under combined longitudinal and torsional stresses in the phase transition region. The results show some new stress paths and wave structures in a thin-walled tube with phase transition, differing from those of conventional elastic-plastic materials.展开更多
The scattering of shear waves (SH waves) by nano-scale arbitrary shape inclusion in infinite plane is studied by complex variable function theory. Firstly, the governing equation and the relationships between stress a...The scattering of shear waves (SH waves) by nano-scale arbitrary shape inclusion in infinite plane is studied by complex variable function theory. Firstly, the governing equation and the relationships between stress and displacement are given by classical elastic theory. Secondly, the arbitrary shape inclusion in the two-dimensional plane is transformed into a unit circle domain by conformal mapping, the incident wave field and the scattered wave field are presented. Next, the stress and displacement boundary conditions are established by considering surface elasticity theory, The infinite algebraic equations for solving the unknown coefficients of the scattered and standing waves are obtained. Finally, the influence of surface effect, non-dimensional wave number, Shear modulus and hole curvature on the dynamic stress concentration factor are analyzed by some examples, the numerical results show that the surface effect weakens the dynamic stress concentration. With the increase of wave number, the dynamic stress concentration factor (DSCF) decreases. Shear modulus and hole curvature have significant effects on DSCF.展开更多
本文提出了桩身质量检测的一种新方法——桩形估计法,或称“ESP”(Estimation of theShape of a Pile)法。该法基于一维杆应力波理论,将桩划分为N 个单元,根据波在各单元界面处反射与透射的传波原理,推导出在桩顶进行瞬态激振时桩顶的...本文提出了桩身质量检测的一种新方法——桩形估计法,或称“ESP”(Estimation of theShape of a Pile)法。该法基于一维杆应力波理论,将桩划分为N 个单元,根据波在各单元界面处反射与透射的传波原理,推导出在桩顶进行瞬态激振时桩顶的速度响应与界面反射系数以及桩的形状之间的关系。对几种典型缺陷桩进行了计算机模拟,其结果证明作者所提出的桩形估计法是可行的和有效的。现场试验更进一步证明:该法能够较准确地估计出缺陷桩或好桩的形状。展开更多
针对SHPB试验中试件的应力均匀性问题,计算分析了试件达到应力均匀时波在试件中来回透射—反射所需的最低次数,以及相对应的入射脉冲上升沿最短时间。通过Φ50 mm SHPB试验装置对C40混凝土进行冲击压缩试验,得到铜片、铝片、黄油、橡胶...针对SHPB试验中试件的应力均匀性问题,计算分析了试件达到应力均匀时波在试件中来回透射—反射所需的最低次数,以及相对应的入射脉冲上升沿最短时间。通过Φ50 mm SHPB试验装置对C40混凝土进行冲击压缩试验,得到铜片、铝片、黄油、橡胶4种波形整形材料冲击后的入射波形,并进行分析比较。结果表明:橡胶是良好的波形整形材料,且其波形呈半正弦状。展开更多
基金Supported by the National Basic Research Program of China("973" Program)(613135)
文摘The effects of interface shape on stress wave distribution and attenuation were investiga- ted using finite element method （ FEM ）. The simulation results indicate that when the stress wave propagates from SiC ceramic to A1 alloy, the tensile stress decreases and the attenuation coefficient of the stress wave increases with increasing central angle of the concave interface between SiC and A1. But for the convex interface, the tensile stress increases and attenuation coefficient decreases with increasing central angle. As the stress wave propagates from A1 alloy to SiC ceramic, the atten- uation coefficient of stress wave decreases with increasing the central angle of the concave interface. For the convex interface, the attenuation coefficient increases with increasing central angle.
基金Project supported by the National Natural Science Foundation of China(No.11072240)
文摘The incremental constitutive relation and governing equations with combined stresses for phase transition wave propagation in a thin-walled tube are established based on the phase transition criterion considering both the hydrostatic pressure and the deviatoric stress. It is found that the centers of the initial and subsequent phase transition ellipses are shifted along the sigma-axis in the sigma tau-plane due to the tension-compression asymmetry induced by the hydrostatic pressure. The wave solution offers the 'fast' and 'slow' phase transition waves under combined longitudinal and torsional stresses in the phase transition region. The results show some new stress paths and wave structures in a thin-walled tube with phase transition, differing from those of conventional elastic-plastic materials.
文摘The scattering of shear waves (SH waves) by nano-scale arbitrary shape inclusion in infinite plane is studied by complex variable function theory. Firstly, the governing equation and the relationships between stress and displacement are given by classical elastic theory. Secondly, the arbitrary shape inclusion in the two-dimensional plane is transformed into a unit circle domain by conformal mapping, the incident wave field and the scattered wave field are presented. Next, the stress and displacement boundary conditions are established by considering surface elasticity theory, The infinite algebraic equations for solving the unknown coefficients of the scattered and standing waves are obtained. Finally, the influence of surface effect, non-dimensional wave number, Shear modulus and hole curvature on the dynamic stress concentration factor are analyzed by some examples, the numerical results show that the surface effect weakens the dynamic stress concentration. With the increase of wave number, the dynamic stress concentration factor (DSCF) decreases. Shear modulus and hole curvature have significant effects on DSCF.
文摘本文提出了桩身质量检测的一种新方法——桩形估计法,或称“ESP”(Estimation of theShape of a Pile)法。该法基于一维杆应力波理论,将桩划分为N 个单元,根据波在各单元界面处反射与透射的传波原理,推导出在桩顶进行瞬态激振时桩顶的速度响应与界面反射系数以及桩的形状之间的关系。对几种典型缺陷桩进行了计算机模拟,其结果证明作者所提出的桩形估计法是可行的和有效的。现场试验更进一步证明:该法能够较准确地估计出缺陷桩或好桩的形状。
文摘针对SHPB试验中试件的应力均匀性问题,计算分析了试件达到应力均匀时波在试件中来回透射—反射所需的最低次数,以及相对应的入射脉冲上升沿最短时间。通过Φ50 mm SHPB试验装置对C40混凝土进行冲击压缩试验,得到铜片、铝片、黄油、橡胶4种波形整形材料冲击后的入射波形,并进行分析比较。结果表明:橡胶是良好的波形整形材料,且其波形呈半正弦状。
